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EASTERN AVENUE over JONES FALLS

Map 

Coordinates:
+39.28500, -76.60500
39°17'06" N, 76°36'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTERN AVENUE over JONES FALLS
Structure number:200000BC1214010
Location:WEST OF PRESIDENT STR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:710 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:99.2 tons [90.2 metric tons]
Sufficiency rating:77.9
Estimated cost of work:$10,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201477.9Not deficientGoodGoodGood710
August 201276.4Not deficientGoodGoodGood710
August 201076.4Not deficientGoodGoodGood710
November 200976.4Not deficientGoodGoodGood710
November 200776.4Not deficientGoodGoodGood710
November 200576.4Not deficientGoodGoodGood710
September 200370.8Not deficientGoodGoodGood710
February 200271.0Not deficientGoodVery GoodGood700
February 200095.0Not deficientVery GoodVery GoodVery Good-